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钢筋均匀锈胀力的若干问题研究 被引量:7

Research on corroded expansive force of the concrete reinforced bar
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摘要 应用弹性力学理论推导出了钢筋均匀锈胀力的表达式,通过实例计算提出了理论计算公式存在较大 误差的问题,针对这一问题从锈蚀物物理参数的取值、锈蚀物形成阶段等多方面论述了产生误差的原因, 并提出了对理论公式的修正意见. After deducing the expression of uniform corroded expansive force in steel bars based on mechanics of elasticity, the paper points out the problem of rather large error in the computing formula by an example. Then, the cause of the error is discussed in the physical parameter's value, formative stage of the corrosion products etc. After that, the suggestion is presented to amend the theoretical formula.
作者 徐港 卫军
出处 《福州大学学报(自然科学版)》 CAS CSCD 北大核心 2005年第z1期101-105,共5页 Journal of Fuzhou University(Natural Science Edition)
关键词 锈胀力 混凝土 锈蚀产物 理论计算 corroded expansive force concrete corrosion products theoretical calculation
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参考文献8

  • 1[1]Liu Youping. Modeling the time - to - corrosion cracking of the cover concrete in chloride contaminated reinforced concrete structures [ D ]. Virginia: Virginia Polytechnic Institute and State University, 1996.
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  • 4李海波,鄢飞,赵羽习,金伟良,王锡通.钢筋混凝土结构开裂时刻的钢筋锈胀力模型[J].浙江大学学报(自然科学版),2000,34(4):415-422. 被引量:45
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  • 7金伟良,赵羽习,鄢飞.钢筋混凝土构件的均匀钢筋锈胀力的机理研究[J].水利学报,2001,32(7):57-62. 被引量:86
  • 8吴胜兴.钢筋混凝土结构锈裂损伤研究综述[J].工程力学,2002,(增刊):70-88.

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